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异形超高层建筑基底应力分析研究
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作者 曾昭华 黄建荣 +1 位作者 蒋益华 吕艳斌 《建筑技术》 2023年第21期2683-2685,共3页
结合实例介绍了异形超高层建筑基底应力的各项计算工作,分析了基底应力分布的控制方法及优化措施,目的是通过调整结构抗侧力体系的布置方式、优化超高层建筑的基底形状方案,以提高异形超高层建筑基底受力性能,指导异形超高层建筑的基础... 结合实例介绍了异形超高层建筑基底应力的各项计算工作,分析了基底应力分布的控制方法及优化措施,目的是通过调整结构抗侧力体系的布置方式、优化超高层建筑的基底形状方案,以提高异形超高层建筑基底受力性能,指导异形超高层建筑的基础抗浮设计。 展开更多
关键词 异形超高层建筑 基底应力分析 形状优化
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Cohesive Strength and Seismogenic Stress Pattern along the Active Basement Faults of the Precordillera-Sierras Pampeanas Ranges,Western Argentina:An Experimental Analysis by Means of Numerical Model
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作者 Md. Rafiqul Islam 《Journal of Mountain Science》 SCIE CSCD 2009年第4期331-345,共15页
A two-dimensional finite element method (FEM) model that incorporates faults, elastic rock physical properties, topographical load due to gravity and far-field plate velocity boundary conditions was used to recogniz... A two-dimensional finite element method (FEM) model that incorporates faults, elastic rock physical properties, topographical load due to gravity and far-field plate velocity boundary conditions was used to recognize the seismogenic stress state along the fold-and-thrust belt of the Precordillera-Sierras Pampeanas ranges of western Argentina. A plane strain model with nine experiments was presented here to examine the fault strength with two major rock phyical properties: cohesion and angle of internal friction. Mohr-Coulomb failure criterion with bulk rock properties were applied to analyse faults. The stress field at any point of the model was assumed to be comprised of gravitational and tectonic components. The analysis was focused to recognize the seismogenic shear strain concentrated in the internal-cristaline domain of the orogene shown by the modeling. Modeling results are presented in terms of four parameters, i. e., (i) distributions, orientations, and magnitudes of principal stresses (σ1 and σ3), (ii) displacement vector1 (iii) strain distribution, and (iv) maximum shear stress (τmax) contour line within the model. The simulation results show that the compressive stress is distributed in and around the fault systems. The overall orientation of of σ1 is in horizontal directions, although reorientations do occur within some stress weaker parts, especially subsequent to the faults. A large-scale shear stress is accumulating along the active faults of Tapias-Villicum Fault (TVF), Salinas-Berros Fault (SBF), Ampacama-Niquizanga Fault (ANF) and Las Charas Fault (CF), which could act as local stress and strain modulators to localize the earthquakesoccurrence. 展开更多
关键词 Finite element method Rock physical property Fold-and-thrust belt Fault strength Seismogenic shear stress pattern
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